high intensity zones. Consider showing a roof
uplift and snow load plan on the drawings.
In addition to the above, show the following
information on the project drawings:
1. Structural properties (height, sheet thickness,
and section moduli or moment of inertia).
2.
Floor and roof deck penetrations.
3. Location, spacing, and size of hanger clips or
loops.
4.
Closure plates.
5. Location of cellular decking and whether it is
to be used as electrical raceway.
6.
Weld or fastener spacing.
7. Whether construction is based on shored
construction.
Design steel deck to carry the concrete and steel
deck dead loads, and the live loads during
construction before the concrete sets. Additional
concrete dead load due to deflection of the deck
shall be considered when necessary to prevent
excessive stresses or deflections in the deck.
**************************************************************************
PART 1
GENERAL
**************************************************************************
NOTE: The structural steel design must meet the
requirements of OSHA Steel Erection Standard, 29 CFR
Part 1926, Subpart R-Steel Erection, Effective Date
January 18, 2002.
**************************************************************************
1.1
REFERENCES
**************************************************************************
NOTE: Issue (date) of references included in
project specifications need not be more current than
provided by the latest guide specification. Use of
SpecsIntact automated reference checking is
recommended for projects based on older guide
specifications.
**************************************************************************
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 335
(1989) Structural Steel Buildings
SECTION 05310
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